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๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
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Effective moment of inertia for short term
deflection of a reinforced concrete section does
not depend onโ€“
Anonymous Quiz
20%
(a) the maximum moment under the service load
21%
(c) breadth of the compression face
35%
(d) ultimate shrinkage strain of concrete.
24%
(b) depth of the neutral axis
๐Ÿ™5โค1
At the time of bending of a beam, a layer is
neither elongated nor contracted is.
Anonymous Quiz
16%
(a) Axis of symmetry
62%
(b) Neutral axis
13%
(c) Axis of moment
9%
(d) Axis of load
๐Ÿ™4โค2
The additional cover thickness to be provided
in reinforced concrete member that are total
immersed in sea water is :
Anonymous Quiz
28%
(a) 25 mm
12%
(b) 30 mm
10%
(c) 35 mm
50%
(d) 40 mm
โค3๐ŸŽ‰3
๐Ÿ‘‰ INTERCON Construction Chemicals 

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Wall Putty, Prime Coat
โ— Concrete Repair Mortar
โ— Floor hardener, Epoxy
โ— Grout, Self-level mortar
โ— Quartz paint, Contextra
โ— Tile Adhesive & Tile Joint Fillers 
โ— Geotextiles and other construction chemicals and materials

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      Dinberwa Hospital

๐Ÿ”น Addres 2: Wellosefer, Infront of
     Dani Plaza
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แŠ แ‹ตแˆซแˆปแฆ  แ‰ 1.แˆ˜แˆญแŠซแ‰ถ
                แ‰.2 แŠ แ‹จแˆญ แŒคแŠ“  แŠชแ‹ณแА แˆแˆ…แˆจแ‰ต

แŒฅแˆซแ‰ตแŠ“ แ‰ณแˆ›แŠแАแ‰ต แˆ˜แˆˆแ‹ซแ‰ฝแŠ• แАแ‹แข
แ‰ณแˆแˆซแ‰ต แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„ แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข
โค1๐Ÿ‘Œ1
๐Ÿ‘‰HOLLOW CONCRETE BLOCK (HCB) โ€“ CLASS B LABORATORY TESTS

๐Ÿ’ซClass B Hollow Concrete Blocks are used for non-load bearing walls or medium-strength construction.

๐ŸšงTo certify quality, the following laboratory tests are performed.

โœ… 1. Compressive Strength Test

โบStandard: ASTM C140
Purpose: To measure block strength.

โ‡๏ธTypical Requirement for Class B HCB:

Minimum compressive strength: 3.5 MPa to 5.0 MPa (varies with project spec)

Test 3 blocks (average value)

โœ… 2. Dimension & Shape Tolerance

Standard: ASTM C140 / ES Standard
Purpose: Check if the block meets size and shape requirements.

Requirements (typical):

Length, width, height within ยฑ3 mm tolerance

Faces should be flat and perpendicular

No large cracks or visible defects

โœ… 3. Density Test (Dry Density)

Purpose: Confirm block classification (lightweight, medium, or normal).

Typical values:

1400 โ€“ 1700 kg/mยณ for Class B HCB

โœ… 4. Water Absorption

Standard: ASTM C140
Requirement:

Water absorption โ‰ค 12โ€“15%

High absorption indicates weak block quality.

โœ… 5. Block Weight Measurement

Purpose: Ensure consistency and structural performance.

Values depend on block size (e.g., 150 mm, 200 mm thickness).

โœ…Optional Tests (if required)

Ultrasound pulse velocity test โ€“ for uniformity

Efflorescence test โ€“ check salt content

Moisture content

๐Ÿ“Œ Summary Table for Easy Use

Test Purpose Typical Requirement (Class B)

Compressive Strength Strength โ‰ฅ 3.5 โ€“ 5.0 MPa
Dimensions Size accuracy ยฑ 3 mm tolerance
Density Quality classification 1400โ€“1700 kg/mยณ
Water Absorption Durability โ‰ค 12โ€“15%
Weight Consistency As per design block type

@etconp
โค15
๐Ÿ‘‰THE CHEMISTRY OF A CONCRETE MIX

๐Ÿ’ซWhen you combine Cement + Water + Aggregates + (Admixtures) a set of chemical reactions begin automatically.

๐ŸšงThe most important chemical process is hydration โ€” the reaction between cement and water.

๐Ÿท1. Chemistry of Cement

Cement is mainly made of four compounds:

*Tricalcium Silicate , Cโ‚ƒS for Early strength + heat
*Dicalcium Silicate, Cโ‚‚S for Later strength
*Tricalcium Aluminate, Cโ‚ƒA to Controls setting (fast reaction)
*Tetracalcium Aluminoferrite,  Cโ‚„AF for Minor strength

Gypsum (CaSOโ‚„ยท2Hโ‚‚O) is added to control setting time.

๐Ÿท2. When water is added โ†’ Hydration begins

Water reacts with cement compounds to form new materials that make the concrete hard and strong.

๐Ÿงฌ A. Main Reaction: Formation of Cโ€“Sโ€“H Gel

Cโ‚ƒS + Water โ†’ Cโ€“Sโ€“H (Calcium Silicate Hydrate) + Ca(OH)โ‚‚

Cโ€“Sโ€“H gel is the glue that binds everything

Gives strength + durability

Forms 50โ€“60% of the final hardened concrete

Cโ‚‚S reacts slower:

Cโ‚‚S + Water โ†’ Cโ€“Sโ€“H + Less Ca(OH)โ‚‚

This provides long-term strength.

๐Ÿงฌ B. Formation of Ettringite (Setting Control)

Cโ‚ƒA reacts extremely fast, so gypsum controls the reaction:

Cโ‚ƒA + Gypsum + Water โ†’ Ettringite

Ettringite crystals cause initial setting (stiffening).

If gypsum is finished, ettringite converts to monosulfate:

Ettringite โ†’ Monosulfate

๐Ÿงฌ C. Reaction of Cโ‚„AF

Produces ferrite hydrates that help setting but add little strength.

๐Ÿท3. Chemistry of Aggregates

Aggregates do not react much chemically.
Their main role is:

*Fill space
*Provide bulk
*Reduce cement content
*Improve strength by interlocking

But their surface bonds chemically with the Cโ€“Sโ€“H gel.

๐Ÿท4. Waterโ€“Cement Ratio (w/c) Chemistry

Lower water = denser hydration products.

Low w/c โ†’ more Cโ€“Sโ€“H, higher strength

High w/c โ†’ more pores, weaker concrete


๐Ÿท5. Chemistry of Admixtures
Admixtures modify hydration:

*Plasticizers / Superplasticizers

Disperse cement particles

Reduce water demand

Delay or accelerate hydration based on type

*Retarders
Slow down Cโ‚ƒA + Cโ‚ƒS reaction

*Accelerators
Speed up early hydration

๐Ÿท6. Chemistry Timeline of Concrete Hydration

*0โ€“2 Hours: Initial setting

-Cโ‚ƒA + Gypsum โ†’ Ettringite
-Early Cโ‚ƒS reaction begins

*2โ€“10 Hours: Final setting

-Needle-like crystals lock particles
-Concrete becomes solid

*1โ€“7 Days: Early Strength

-Rapid Cโ€“Sโ€“H growth from Cโ‚ƒS

*7โ€“28 Days: Major Strength Gain

-Slow hydration of Cโ‚‚S
-Pore structure becomes tighter

*Monthsโ€“Years: Long-term Hydration

-Continuous formation of Cโ€“Sโ€“H gel
-Increase in durability

๐Ÿ“Œ In simple words:

โบConcrete gets hard because cement reacts with water and forms glue (Cโ€“Sโ€“H gel) and crystals that bind sand and stone together.

@etconp
โค8๐Ÿ‘2
๐Ÿ‘‰Claim on Additional floor Construction/Addition Works/:

๐Ÿ’ซA contractor can generally claim for an additional floor construction requested by the client, but it depends on the contract agreement and the change management procedures in place.

๐ŸทHow it usually works?

๐Ÿšง1. Check the Original Contract

If the signed contract was for G+8, and now the client wants to extend to G+10, this is outside the original scope.

The contractor is not obligated to do it without a variation order (VO) or new contract agreement.

๐Ÿšง2. Variation / Change Order

Most contracts (FIDIC, PPA Ethiopia 2011, etc.) have clauses for variations.

The client (or Engineer/Consultant) issues a variation instruction in writing.

The contractor then submits a claim for:

Additional costs (materials, labor, equipment, subcontractors).

Time extension (because adding two floors increases duration).

๐Ÿšง3. Contractorโ€™s Right to Claim

The contractor can claim if:

The client formally instructs the change.

The change affects cost and time.

Contractor must submit the claim within the time frame stated in the contract (often 28 days in FIDIC).

๐Ÿšง4. Evaluation and Approval

The Engineer/Consultant or Client evaluates the claim.

Once approved, the contract price and completion date are adjusted.

๐Ÿšง5. Risks if No Formal Agreement

If the contractor builds extra floors without written approval, payment disputes may arise.

The client may later refuse to pay, claiming it was not properly instructed.

๐Ÿ“œIn summary:

โบThe contractor has the right to claim for additional floor construction requested by the client, but it must go through the formal variation/change order process, with clear documentation of cost and time impact.

@etconp
โค8๐Ÿ‘3๐Ÿ‘2๐Ÿ•Š1
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โค2
๐Ÿ‘‰Reuse of Formwork

๐Ÿ“ŒReuse of Formwork Material โ€” Save Cost, Save Time, Build Smart!

๐Ÿ“ŒProper cleaning, maintenance, and timely repairs allow shuttering materials to be reused multiple times, reducing project cost and ensuring consistent concrete quality.

๐Ÿ“ŒReuse of Formwork Materials

๐Ÿ“š1. Materials that can be reused

๐Ÿ”—Timber โ†’ 5-7 times
๐Ÿ”—Plywood โ†’ 10-20 times
๐Ÿ”—Steelโ†’ 100-200 times
๐Ÿ”—Aluminium โ†’ 150-300 times
๐Ÿ”—Plasticโ†’ 50-100 times

๐Ÿ“š2. How to increase reuse

๐Ÿ”—Apply shuttering oil.
๐Ÿ”—Clean after every use.
๐Ÿ”— Store in a dry place.
๐Ÿ”— Handle carefully (no damage).
๐Ÿ”—Repair small defects.

๐Ÿ“š3. Benefits

๐Ÿ”— Saves cost.
๐Ÿ”— Reduces material waste.
๐Ÿ”— Faster work.

๐Ÿ’ซEfficient reuse = Efficient construction.

@etconp
๐Ÿ‘5โค3
๐Ÿ‘‰performance-related pay (PRP) in the construction industry, with a focus on Ethiopia and East Africa, and how it connects to global practice.

๐Ÿšง1. What Performance-Related Pay Means

Performance-related pay (PRP) links an employeeโ€™s earnings to measurable results โ€” not just to time worked.
In construction, that means workers, supervisors, or contractors can earn extra pay for doing one or more of the following:

โ€ข Finishing work faster than planned (without lowering quality)
โ€ข Keeping costs within or below budget
โ€ข Maintaining a strong safety record
โ€ข Delivering high-quality workmanship
โ€ข Meeting specific productivity targets

Itโ€™s a way to motivate performance, reward efficiency, and align the workerโ€™s interest with the projectโ€™s success.

๐Ÿšง2. How PRP Works in Global Construction Practice

Around the world, PRP takes several main forms:

a. Bonus and Incentive Schemes
โ€ข End-of-project bonuses: Paid when a project is completed early or meets key milestones.
โ€ข Safety or quality bonuses: Reward workers or teams for achieving zero accidents or quality rework.
โ€ข Performance appraisals: Supervisors and professionals are evaluated yearly, and bonuses are tied to ratings.

b. Piecework (Output-Based Pay)

Common in trades like bricklaying, plastering, roofing, or steel fixing.
Workers are paid per unit of work done โ€” for example, per cubic meter of concrete placed or per square meter of wall finished.

c. Gainsharing and Profit Sharing

Some companies share part of the profit or cost savings with staff when a project performs better than expected.
This is common in big firms in the UK, USA, Australia, and Japan.

d. Performance-Based Contracts

Contractors themselves are paid based on performance โ€” not just completion.
Examples:
โ€ข โ€œTarget costโ€ contracts in the UK: If a contractor delivers below the agreed cost, savings are shared with the client.
โ€ข โ€œDesign-buildโ€ or โ€œturnkeyโ€ models link final payment to quality and functional performance.

๐Ÿšง3. Performance-Related Pay in Ethiopia and East Africa

a. Current reality

In Ethiopia, Kenya, Tanzania, and Uganda, construction pay is still mostly time-based (daily, weekly, or monthly wages).
However, some elements of PRP exist โ€” especially in large projects or companies with foreign partnerships.

Examples:
โ€ข Site bonuses: When a project finishes early or meets milestones (especially in road and building works funded by international donors).
โ€ข Piece-rate work: Common among casual laborers (e.g., masons or painters paid per square meter or cubic meter).
โ€ข Engineer or supervisor incentives: Small allowances for meeting project schedules or maintaining safety standards.

b. Government and institutional influence
โ€ข In public projects, pay structures follow government salary scales, so PRP is limited.
โ€ข In private and international projects, PRP is more flexible โ€” often written into contracts or negotiated individually.
โ€ข Chinese and Turkish contractors working in Ethiopia often apply output-based systems or completion bonuses for key staff.

c. Cultural and structural challenges

1. Limited performance data: Hard to measure productivity accurately due to weak documentation and record systems.
2. Low awareness: Many workers are unfamiliar with PRP principles or fear unfair evaluation.
3. Payment delays: Incentives lose meaning if base pay isnโ€™t regular.
4. Collective work patterns: Construction tasks rely on teams, so individual assessment can be tricky.
5. Labor law limits: Some national labor laws donโ€™t clearly define or protect PRP systems.

๐Ÿšง4. Opportunities and Future Direction

Performance-related pay is slowly gaining attention in East Africa, especially as:
โ€ข Construction becomes more industrialized (mechanized, data-based).
โ€ข Private developers and international donors push for efficiency and accountability.
โ€ข Governments seek to reduce project delays and cost overruns.

@etconp
โค15๐Ÿ‘1
๐Ÿ‘‰What is the shear strength?

๐Ÿ’ซThe shear strength of any material can be defined as the capacity of that material to resist those forces which cause the internal layers of the material structure to slide against each other in the direction of the force.

โบThe shear strength of the material can be computed in the either vertical or horizontal direction, by applying a force in the desired direction.

@etconp
โค7๐Ÿ‘6
๐Ÿ‘‰Some Important Questions*part 1*

*1: what is Development Length?*

*Ans:* Development length is an extera length of steel, which transter the load from one steel bar to other.

*2: What is Hydration?*

*Ans:* Hydration is reaction b/w cement and water.

*3: What is M20 Grad Concrete?*

*Ans:* โ€œMโ€ Stands for Mix and No (20) is the Compressive strength of concrete in 20N/mm2 after 28 days after laboratory test. and M20 grad concrete we have to use in the RCC slab.

*4: What is Water Cement ratio?*

*Ans:* waterโ€“cement ratio is the ratio of the weight of water to the weight of cement used in a concrete mix.

*5: What is Bearing Capacity of Soil?*

*Ans:* Bearing Capacity is the capacity of soil to support the load applied to the ground.

*6: Time to removal of Fromwork for different RCC structures?*

*Ans:* For column/walls, vertical form works should be detached after 16 to 24 hours.

Soffit formwork to slab (formwork is located under the slab), the form works can be removed after 3 days. (props should be reaffixed once the removal is done).

Soffit formwork to beam, the form works can be removed after 7 days. (props should be reaffixed once the removal is done.)

Beam that spans up to 4.5 m (length), the form works can be removed after 7 days.

Beam that spans surpassing 4.5 m (length), the form works can be removed after 14 days.
For footing, the formworks can be removed after 16 to 24 hours.
For staircase, the form works can be removed after 5 days.

7, When we use pile foundation?

Pile foundation is adopted when the Soil Bearing Capacity is less than 24 KN/m3

@etconp
โค10๐Ÿ‘7๐Ÿ‘1
๐Ÿ‘‰แ‹จแˆแ‹แŒˆแ‰ฃ แŒŠแ‹œ แˆ˜แˆซแ‹˜แˆ™แŠ• แˆตแˆˆแˆ›แˆณแ‹ˆแ‰…

๐Ÿ’ซแ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‰คแ‰ถแ‰ฝ แˆแˆ›แ‰ต แŠฎแˆญแ–แˆฌแˆฝแŠ• แŠจแ‹ฐแˆจแŒƒ 1-7 แˆ‹แˆ‰ แˆฅแˆซ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แ‹ซแ‹ˆแŒฃแ‹ แ‹จแŒ‹แˆซ แˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ต แŒแŠ•แ‰ฃแ‰ณ แ‹จแˆตแˆซ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝ แˆแ‹แŒˆแ‰ฃ แŠจแ‰ฐแˆˆแ‹ซแ‹ฉ แ‰ฐแˆณแ‰ณแŠแ‹Žแ‰ฝ แ‰ แ‰€แˆจแ‰กแ‰ต แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ถแ‰ฝ แˆ˜แˆฐแˆจแ‰ต แ‹จแˆตแˆซ แ‰ฐแ‰‹แˆซแŒญ แˆแ‹แŒˆแ‰ฃ แ‰€แА-แŒˆแ‹ฐแ‰ฅ แˆ›แˆซแ‹˜แˆ แŠ แˆตแˆแˆ‹แŒŠ แˆ†แŠ– แŠ แŒแŠแ‰ฐแАแ‹‹แˆ แฃ แ‰ แˆ˜แˆ†แŠ‘แˆ แˆแ‹แŒˆแ‰ฃแ‹ แŠจแ‹›แˆฌ แˆ•แ‹ณแˆญ 30 แ‰€แŠ• 2018 แ‹“.แˆ แŒ€แˆแˆฎ แˆˆแ‰ฐแŒจแˆ›แˆช 5 แ‰ฐแŠจแ‰ณแ‰ณแ‹ญ แ‰€แŠ“แ‰ต แŠฅแˆตแŠจ แ‰ณแˆ…แˆณแˆต 4 แ‰€แŠ• 2018 แ‹“.แˆ แˆŒแˆŠแ‰ต 6:00 แˆฐแ‹“แ‰ต แ‹ตแˆจแˆต แˆ˜แˆซแ‹˜แˆ™แŠ• แŠฎแˆญแ–แˆฌแˆฝแŠ‘ แ‹ซแˆณแ‹แ‰ƒแˆแข

๐Ÿšงแˆตแˆˆแˆ†แАแˆแฃ แˆณแ‰ตแˆ˜แ‹˜แŒˆแ‰ก แˆˆแ‹˜แŒˆแ‹ซแ‰ฝแˆ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝแฃ แ‹ญแˆ…แŠ•แŠ• แ‹จแˆ˜แŒจแˆจแˆป แ‹•แ‹ตแˆ แ‰ฐแŒ แ‰…แˆ›แ‰ฝแˆ แ‰ แŠฆแŠ•แˆ‹แ‹ญแŠ• https://aahdcgeneral.et แ‰ แˆ˜แŒแ‰ฃแ‰ต แŠฅแŠ•แ‹ตแ‰ตแˆ˜แ‹˜แŒˆแ‰ก แŒฅแˆช แŠฅแŠ“แ‰€แˆญแ‰ฃแˆˆแŠ•แกแก

๐Ÿทแ‰ แˆแ‹แŒˆแ‰ฃแ‹ แˆ‚แ‹ฐแ‰ต แŠฅแŠ“ แŠจแˆแ‹แŒˆแ‰ฃ แ‰ แŠ‹แˆ‹ แˆˆแˆšแŠ–แˆซแ‰ฝแˆ แŒฅแ‹ซแ‰‚แฃ แ‰…แˆฌแ‰ณ https://aahdcgeneral.et/complaints/create แ‹ˆแ‹ญแˆ แ‰ แ‰ดแˆŒแŒแˆซแˆ https://t.me/aahdcsupport แˆ›แ‰…แˆจแ‰ฅ แ‹จแˆแ‰ตแ‰ฝแˆ‰ แˆ˜แˆ†แŠ‘แŠ• แŠฅแŠ•แŒˆแˆแƒแˆˆแŠ•แข

แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‰คแ‰ถแ‰ฝ แˆแˆ›แ‰ต แŠฎแˆญแ–แˆฌแˆฝแŠ•

@etconp
โค6๐Ÿ™1
๐Ÿ‘‰Let Me Tell You About Cement

โญ๏ธThe recommended maximum time to store packed cement is 3 months from the date of manufacture if stored in typical site conditions.

โบWith ideal, moisture-proof storage (such as in an airtight container or a completely dry silo), it might last up to 6 months or even a year, but this is less common and strength loss is still a factor. 

๐ŸšงWhy Cement Has a Limited Shelf Life

โบCement is highly hygroscopic, meaning it absorbs moisture from the air, which starts the chemical reaction (hydration) that causes it to harden.

โบOnce this process begins inside the bag, the cement loses its intended binding strength and performance. 
Strength Loss Over Time
If stored for longer periods, the cement's strength decreases significantly: 

๐ŸšงAfter 3 months: May lose 20โ€“30% of its original strength.
๐ŸšงAfter 6 months: May lose up to 40โ€“50% of its strength.
๐ŸšงAfter 12 months: May lose more than 50% of its strength. 
When to Test or Discard

๐ŸทFor structural projects (e.g., foundations, beams): It is highly recommended to use fresh cement (within 3 months of the manufacturing date) to ensure structural integrity.

๐ŸทFor non-structural projects (e.g., patching, small garden walls): You may use older cement, provided it is still in a fine, free-flowing powder form without hard lumps, but it is best to perform a small test mix first to confirm it sets properly.

โบIf you notice hard lumps in the bag: The cement has likely absorbed too much moisture and should be discarded, as it will not perform as expected. 
Always follow the "First In, First Out" (FIFO) principle when using cement from storage to ensure the oldest bags are used first. 

@etconp
โค9๐Ÿ‘5
๐Ÿ‘‰ INTERCON Construction Chemicals 

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Wall Putty, Prime Coat
โ— Concrete Repair Mortar
โ— Floor hardener, Epoxy
โ— Grout, Self-level mortar
โ— Quartz paint, Contextra
โ— Tile Adhesive & Tile Joint Fillers 
โ— Geotextiles and other construction chemicals and materials

โ˜Ž๏ธ Tel: 0961955555

๐Ÿ”น Address 1: Signal road, around
      Dinberwa Hospital

๐Ÿ”น Addres 2: Wellosefer, Infront of
     Dani Plaza
โค2๐Ÿ‘2
๐Ÿ‘‰FULL STEPS: CONCRETE CUBE TEST (From Beginning up to Testing)

๐Ÿšง1. Materials & Tools Required

โบCement, sand, aggregate, water
โบCube moulds (150 mm ร— 150 mm ร— 150 mm usually)
โบTrowel, vibrator or tamping rod
โบWeighing machine
โบCuring tank or water container
โบCompression testing machine (CTM)

๐Ÿšง2. Preparation of Cube Moulds

โบClean the moulds.
โบApply oil on all inside surfaces to avoid sticking.
โบAssemble moulds tightly with bolts.
โบPlace moulds on a flat, rigid surface.

๐Ÿšง3. Concrete Mixing

๐ŸทA. Measure materials

โบCement, sand, aggregate based on mix ratio (e.g., 1:2:4, or M20, M25 etc.).
โบMeasure water using correct waterโ€“cement ratio.

๐ŸทB. Mix

โบMix thoroughly until uniform (by hand or mixer).

๐Ÿšง4. Filling the Cube Moulds

โบFill the mould in three layers.
โบTamp 25 times using tamping rod OR Vibrate for 5โ€“10 seconds Each layer.
โบMake sure no air voids are left.
โบTop surface must be leveled with a trowel.

๐Ÿšง5. Initial Setting / Demoulding

โบKeep the filled moulds undisturbed for 24 hours in a shaded place.
โบAfter 24 hours, remove (demould) the cubes carefully.

๐Ÿšง6. Curing

โบPlace cubes in a curing tank full of clean water.
โบTemperature should be 20โ€“27ยฐC.
โšก๏ธCure for: 7 days test,
14 days test (optional),
28 days test (standard strength)

๐Ÿšง7. Testing on Compression Machine

๐Ÿ“A. Preparation

โบRemove cube from water at least 1 hour before testing.
โบClean surface and measure dimensions using a vernier caliper (to find exact area).

๐Ÿ“B. Placement in Machine

โบPlace cube on CTM between plates.
โบEnsure cast/leveled face is on top (smooth face facing upwards).
โบCenter the cube properly.

๐Ÿ“C. Load Application

โบStart the machine.
Apply load gradually at a rate of: 140 kg/cmยฒ per minute (or ~2.9 kN/s).
โบContinue until cube fails/cracks.

๐Ÿท8. Calculations

โ‡๏ธFor a 150 mm cube:
Area = 150 ร— 150 = 22500 mmยฒ

โญ๏ธExample:
Load at failure = 450 kN
Strength = 450,000 N / 22,500 mmยฒ = 20 MPa

๐Ÿ“œ9. Reporting
Include:

โบMix ratio / grade
โบCube ID number
โบAge (7 or 28 days)
โบLoad at failure
โบCompressive strength
Average of 3 cubes
Any visual observations of cracks

@etconp
โค18๐Ÿ‘3๐Ÿ‘2๐Ÿ™1๐Ÿ‘Œ1
๐Ÿ‘‰To all Ethiopian construction and engineering professionals:

๐Ÿ’ซA short 5 - 7 minute industry survey has been prepared to help identify the real challenges and opportunities in our construction sector.

๐ŸšงEvery memberโ€™s response is extremely importantโ€ฆ the insights collected will directly contribute to improving workflows, communication, and digital practices across the industry.

โ‡๏ธPlease take a few minutes to fill it out and share it with others in the field.

โญ๏ธYour participation will have a real impact. ๐Ÿ™๐Ÿพ

๐Ÿ“œSurvey Link:๐Ÿ‘‡
https://forms.gle/ib3T13VnpCPzX2CZ6
โค7๐Ÿ™4๐Ÿ”ฅ1